1723112720000 | 0 | None | None | Roads | CONSTRUCTION OF ROAD & CULVERT TO C&D WASTE SHED AT HEBBAL | 15928022.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3725410 | 138169 | None | 19.7.3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.In cement mortar (Vol-02 SR-2023-24 P No 187, I NO 19.7.3) | Cum | 1080.45 | 1080.45 | 5.25 | False | None | None | False | None | False | 5672.3625 | 0 | 3725411 | 138169 | None | 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Vol-01 SR-23-2024 I.No. 1.12 P.No. 8) | Cum | 99.75 | 99.75 | 302.4 | False | None | None | False | None | False | 30164.4 | 0 | 3725412 | 138169 | None | 3.7 | Compacting Original Ground, Compacting original ground supporting embankment, Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (Vol-03 SR-23-2024 I.No. 3.7 P.No. 17) | Cum | 110.25 | 110.25 | 151.2 | False | None | None | False | None | False | 16669.8 | 0 | 3725413 | 138169 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(Vol-01 SR-23-2024 I.N. 1.8 P.No.7) | Cum | 497.7 | 497.7 | 311.1 | False | None | None | False | None | False | 154834.47 | 0 | 3725414 | 138169 | None | 4.17 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Vol-03 SR-23-2024 I.No. 4.17 P.No. 26) | Cum | 2686.95 | 2686.95 | 588.45 | False | None | None | False | None | False | 1581135.7275 | 0 | 3725415 | 138169 | None | 16.28 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (PWD SR 2023-24 Vol III I.No. 16.28 P.No. 149) | Cum | 7091.7 | 7091.7 | 604.5 | False | None | None | False | None | False | 4286932.65 | 0 | 3725416 | 138169 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated surfaces, disposing off or levelling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete of the work. In all kinds of soils Depth upto 3 m(Vol-01 SR-2023-24 P No 8, I NO 1.14.1) | Cum | 107.1 | 107.1 | 1226.34 | False | None | None | False | None | False | 131341.014 | 0 | 3725417 | 138169 | None | 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m..(Vol-01 SR-23-2024 I.N. 1.9 P.No.7) | Cum | 279.3 | 279.3 | 1679.94 | False | None | None | False | None | False | 469207.242 | 0 | 3725418 | 138169 | None | 2.1.2 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No 15, I NO 2.1.2) | Cum | 5947.2 | 5947.2 | 102.2 | False | None | None | False | None | False | 607803.84 | 0 | 3725419 | 138169 | None | 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No 16 I NO 2.4.2) | Cum | 8962.85 | 8962.85 | 303.2 | False | None | None | False | None | False | 2717536.12 | 0 | 3725420 | 138169 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No 16 I NO 2.4.3) | Cum | 7318.08 | 7318.08 | 37.8 | False | None | None | False | None | False | 276623.424 | 0 | 3725421 | 138169 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications..M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No 16 I NO 2.5.2) | Cum | 7903.67 | 7903.67 | 105.12 | False | None | None | False | None | False | 830833.7904 | 0 | 3725422 | 138169 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications..M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No 16 I NO 2.5.2) | Cum | 8981.44 | 8981.44 | 61.56 | False | None | None | False | None | False | 552897.4464 | 0 | 3725423 | 138169 | None | 2.11h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures (Vol-01 SR-2023-24 P No 18 I NO 2.11H) | Tonne | 82961.55 | 82961.55 | 17.83 | False | None | None | False | None | False | 1479204.4365 | 0 | 3725424 | 138169 | None | 2.11b | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Foundations of Bridges (Vol-01 SR-2023-24 P No 18 I NO 2.11b) | Tonne | 90516.3 | 90516.3 | 3.78 | False | None | None | False | None | False | 342151.614 | 0 | 3725425 | 138169 | None | 2.11d | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges (Vol-01 SR-2023-24 P No 18 I NO 2.11d) | Tonne | 90990.9 | 90990.9 | 25.0 | False | None | None | False | None | False | 2274772.5 | 0 | 3725426 | 138169 | None | 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge.(Vol-02 SR-23-2024 I.No. 11.25.2 P.No. 84) | Kgs | 142.8 | 142.8 | 1080.0 | False | None | None | False | None | False | 154224.0 | 0 | 3725427 | 138169 | None | 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol II I.No.8.33.3 P.No. 47) | Sqm | 145.95 | 145.95 | 45.0 | False | None | None | False | None | False | 6567.75 | 0 | 3725428 | 138169 | None | morth 804 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approed colour shade paint complete, on M.S.angleof size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec.No. As directed by Engineer in Charge & MoRTH specification 804 Common SR v3 (SL.NO.4 MoRTH 804 PG NO-151) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
|